Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Foundation Stresses

Having selected a foundation of such size and shape as to fulfill the requirements of the problem from the standpoint of stability and soil loading, it becomes necessary to calculate the stresses in the foundation itself, to see that they do not exceed the allowable limits. [Pg.354]

The vertical shear, resulting from the upward reaction of the soil, produces diagonal tension stresses in the foundation. The critical section lies at a dis- [Pg.354]

The unit stress (diagonal tension) resulting from this vertical shear load can be determined as  [Pg.354]

Safe bearing load on concrete (lbs,/sq. in.). Ultimate compressive strength (Ibs./sq. in.) Safe unit stress in extreme fiber of concrete [Pg.356]


Foundation stresses of the type described in the examples should not exceed those commonly accepted as good engineering practice in reinforced-concrete design, for the particular mixture of con-... [Pg.361]

In principle all the THMC processes may be involved in the geotechnical and geo-environmental problems. However, to simplify the problem for solution, only the major processes are considered for a particular problem. For example, the dam foundation problems are practically dominated by the coupled HM processes. The objectives of the solution are the interactions between the foundation stresses and deformation (the mechanical process), and the seepage pressure and flow rate (hydraulic process). Only in some special cases the thermal and/or chemical processes may also be involved, say, for dams built in cold region or on rock foundation of high solubility. [Pg.82]

The characteristic beam on elastic foundation stress distribution, as shown in Fig. 2 for the applied moment case, is frequently encountered in a wide range of adhesive bond situations. In addition to lap joints mentioned earlier, peel tests, moisture-induced stresses, and curvature mismatch situations all tend to exhibit this characteristic distribution. Clearly, the beam on elastic foundation has important qualitative and, in many cases, quantitative applicability to a host of adhesively bonded joints. [Pg.493]

The words basic concepts" in the title define what I mean by fundamental." This is the primary emphasis in this presentation. Practical applications of polymers are cited frequently—after all, it is these applications that make polymers such an important class of chemicals—but in overall content, the stress is on fundamental principles. Foundational" might be another way to describe this. I have not attempted to cover all aspects of polymer science, but the topics that have been discussed lay the foundstion—built on the bedrock of organic and physical chemistry—from which virtually all aspects of the subject are developed. There is an enormous literature in polymer science this book is intended to bridge the gap between the typical undergraduate background in polymers—which frequently amounts to little more than occasional relevant" examples in other courses—and the professional literature on the subject. [Pg.726]

Foundation bolt sizes and patterns are shown in Figure 4-3. Minimum bolt sizes are used and should be increased if stresses dictate larger diameter. The... [Pg.503]

The stresses due to the supporting arrangement have been checked under the following conditions and are considered satisfactory. This assesment does not include foundation -... [Pg.160]

It has been shown that the thermodynamic foundations of plasticity may be considered within the framework of the continuum mechanics of materials with memory. A nonlinear material with memory is defined by a system of constitutive equations in which some state functions such as the stress tension or the internal energy, the heat flux, etc., are determined as functionals of a function which represents the time history of the local configuration of a material particle. [Pg.645]

The experimental researeh program was supported by grants from the National Seienee Foundation (USA) BNS 9010937 and SBR 9212466, and from the University of Illinois Research Board. Lynette Norr, Valerie Williams, Jon Getting and Theresa Schober were instrumental in setting up the heat and water stress experiments, caring for the animals and preparing samples. [Pg.257]

Various models of SFE have been published, which aim at understanding the kinetics of the processes. For many dynamic extractions of compounds from solid matrices, e.g. for additives in polymers, the analytes are present in small amounts in the matrix and during extraction their concentration in the SCF is well below the solubility limit. The rate of extraction is then not determined principally by solubility, but by the rate of mass transfer out of the matrix. Supercritical gas extraction usually falls very clearly into the class of purely diffusional operations. Gere et al. [285] have reported the physico-chemical principles that are the foundation of theory and practice of SCF analytical techniques. The authors stress in particular the use of intrinsic solubility parameters (such as the Hildebrand solubility parameter 5), in relation to the solubility of analytes in SCFs and optimisation of SFE conditions. [Pg.85]

To explain the difference between the experimental results and theory, Doherty et al. (4J have given an empirical and a theoretical hypothesis. The theoretical hypothesis concerns the question of the meaning to be attached to the concept of the "equivalent random link" in the statistical theory of the randomly-jointed chain. According to Doherty et al., the assumption that the optical properties of the chain are describable by a randomly jointed model, using the same value of n, as for the description of stress has no strictly logical foundation. [Pg.470]

Murphy LS, Guillard RRL, Gavis J (1980) Evolution of resistant phytoplankton strains through exposure to marine pollutants. In Mayer GF (ed) Ecological stress and the new york blight science and management. Estuarine Research Foundation, Columbia, SC, USA, pp 401-412... [Pg.311]

There are many types of deformation and forces that can be applied to material. One of the foundations of viscoelastic theory is the Boltzmann Superposition Principle. This principle is based on the assumption that the effects of a series of applied stresses acting on a sample results in a strain which is related to the sum of the stresses. The same argument applies to the application of a strain. For example we could apply an instantaneous stress to a body and maintain that stress constant. For a viscoelastic material the strain will increase with time. The ratio of the strain to the stress defines the compliance of the body ... [Pg.120]

Thnnelling has sometimes been regarded as a mysterious phenomenon by chemists. It is worth stressing, therefore, that tunnelling has the same firm foundation in quantum mechanics as zero-point energy, which is the most important component of a KIE both these phenomena are a consequence of Heisenberg s uncertainty principle. [Pg.212]

The book presents a review of sixteen important topics in modem homogeneous catalysis. While the focus is on concepts, many key industrial processes and applications that are important in the laboratory synthesis of organic chemicals are used as real world examples. After an introduction to the field, the elementary steps needed for an understanding of the mechanistic aspects of the various catalytic reactions have been described. Chapter 3 gives the basics of kinetics, thus stressing that kinetics, so often neglected, is actually a key part of the foundation of catalysis. [Pg.417]

Quill was founded in April 1999 as an industrial consortium, with members from all sectors of the chemical industry. It is based on the well-proven industry/uni-versity cooperative research center (lUCRC) concept developed by the U.S. National Science Foundation and is only the second lUCRC in Europe. There were 17 founding industrial members of the Quill consortium, and the current membership includes (listed alphabetically) bp. Chevron, Cytec, DuPont, Eastman Chemicals, ICI, Invista, Merck, Novartis, Procter and Gamble, SACHEM, SASOL, Shell, Strata, and UOP. Research carried out between QUB and individual companies, or by QUILL itself, has generated more than 20 patent applications, many of which have now been published, from as diverse a range of industries as BNFL, BP Chemicals, Cytec, ICI, Quest International, and Uni-chema Chemie BV. In a recent report in Nature, the need for collaboration between government, industry, and academic institutions to form sustainable chemistry centers was stressed as vital in order to rethink traditional chemistry processes to be not only beneficial to the environment but also to make economic sense for industry. Quill, under the codirection of Professors Kenneth R. Seddon and Jim Swindall OBE, is one of these chemistry centers, and is the first (and... [Pg.121]

Koob GF, Heinrichs SC, Pich EM, Menzaghi F, Baldwin H, Miczek K, Britton KT (1993) The role of corticotropin-releasing factor in behavioral responses to stress. In De Souza EB, Nemeroff CB (eds) Corticotropin-releasing factor basic and clinical studies of a neuropeptide. CIBA Foundation Symposium 172. John Wiley and Sons, Chichester, pp 277-295... [Pg.362]


See other pages where Foundation Stresses is mentioned: [Pg.354]    [Pg.299]    [Pg.354]    [Pg.299]    [Pg.174]    [Pg.73]    [Pg.78]    [Pg.465]    [Pg.1019]    [Pg.309]    [Pg.64]    [Pg.4]    [Pg.171]    [Pg.279]    [Pg.589]    [Pg.112]    [Pg.34]    [Pg.810]    [Pg.45]    [Pg.204]    [Pg.134]    [Pg.173]    [Pg.197]    [Pg.106]    [Pg.533]    [Pg.584]    [Pg.95]    [Pg.30]    [Pg.226]    [Pg.446]    [Pg.3]    [Pg.64]    [Pg.148]    [Pg.216]    [Pg.841]   


SEARCH



Allowable Stresses in Foundation

Foundations

Foundations allowable stress

Foundations bearing stress

Foundations shear stress

Foundations shell stress

International Critical Incident Stress Foundation

Stress distribution: beam on elastic foundation

© 2024 chempedia.info